000 02272cam a2200313 a 4500
001 u8524
003 SA-PMU
005 20210418123608.0
008 060713s2007 njuab b 001 0 eng
010 _a 2006049454
040 _aDLC
_beng
_cDLC
_dBAKER
_dC#P
_dYDXCP
_dBTCTA
_dVP@
_dZVM
_dTULIB
_dBDX
_dOCLCF
020 _a0131145606
020 _a9780131145603
035 _a(OCoLC)70660384
050 0 0 _aTA710
_b.M3853 2007
082 0 0 _a624.1/5136
_222
100 1 _aMcCarthy, David F.
245 1 0 _aEssentials of soil mechanics and foundations :
_bbasic geotechnics /
_cDavid F. McCarthy.
250 _a7th ed.
260 _aUpper Saddle River, N.J. :
_bPearson/Prentice Hall,
_cc2007.
300 _axiii, 850 p. :
_bill., map ;
_c25 cm.
504 _aIncludes bibliographical references (p. 813-830) and index.
505 2 _aPart I: Background and basics -- The soil and rock of planet Earth: geologic overview -- Soil types and soil structures -- Soil composition: terminology and definitions -- Index properties and classification tests, and soil classification systems -- Sites investigations: purpose and methods, information and procedures available -- Part II: Engineering properties and behavior of soil deposits -- Movement of water through soil: basic hydrogeology, subsurface flow, permeability, capillarity -- Movement of water through soil: practical effects: seepage, drainage, frost heave, contamination -- Combined stresses in soil masses: stress at a point and Mohr's circle -- Subsurface stresses -- Settlement: soil compression, volume distortion, consolidation -- Shear strength theory -- Earthquakes and the effects -- Part III: Application of soil mechanics theories -- Foundations: introductory concepts -- Foundations: design considerations and methods -- Site improvement: earth moving, compaction, and stabilization -- Stability of unsupported slopes -- Lateral pressures and retaining structures -- Appendix A: Application of LaPlace equation of flow nets -- Appendix B: Laboratory procedure to determine the coefficient of consolidation -- Appendix C: Mathematical development of the Bishop equation for slope stability.
650 0 _aSoil mechanics.
650 0 _aFoundations.
942 _cBOOK
994 _aZ0
_bSUPMU
596 _a1
999 _c3757
_d3757